Development of Seismic Fragility Curve for Railway Tunnel Crossing Fracture Zone

This study investigates the seismic fragility of railway tunnels intersecting fractured geological zones using a nonlinear numerical approach. A series of dynamic analyses was performed on tunnel models subjected to multiple ground motions with varying frequency contents. The structural response was...

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Autors principals:	Woo Seung Song, Sunnie Haam, Sang Ki Lee, Jinsoo Kim, Hyunmin Song, Mintaek Yoo, Seokjung Kim
Format:	Artigo
Idioma:	Inglês
Publicat:	MDPI AG 2025-09-01
Col·lecció:	Buildings
Matèries:	seismic fragility fractured zones railway tunnels nonlinear dynamic analysis damage index
Accés en línia:	https://www.mdpi.com/2075-5309/15/18/3304
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